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CONDOR EARTH TECHNOLOGIES, INC. PROJECT NO.: 2136K DATE: 11/18/19 <br /> GEOLOGIC LOG <br /> PROJECT: Brown Sands Geologic Exploration <br /> CONDOR' EB-7 CLIENT: Brown Sands, Inc. <br /> w rn K U WELL <br /> � "' Q- 0 z > " aa.. 0 v REMARKS CONSTRUCTION <br /> SOIL DESCRIPTION <br /> w r~iv Q zz m 0 c < j DIAGRAM <br /> 0 N U W r7 <br /> approximately 31.3', decre <br /> toughness asing <br /> with depth <br /> 35 2 35'-36' LEAN CLAY, brown, <5% sand, 95% <br /> 3 ML fines, low toughness, medium plasticity, no <br /> 5 odor, no organics, wet; gradational contact <br /> with <br /> 36'-36.5' SANDY SILT <br /> 40 5 SW 40'-41.5' WELL GRADED SAND, brown/ Fine-Medium <br /> a o ° w/Gravel <br /> 7 gray, 85/o fine to coarse sand, 10/o gravel, <br /> 5% fines, no odor, no organics, wet; 40'-41' <br /> not recovered <br /> 45 8 45'-46.5' WELL GRADED SAND, brown/ Fine-Medium <br /> 11 gray, 95% fine to medium sand, <5% fines, no <br /> 6 odor, no organics, wet; top 6" not recovered <br /> 50 9 50'-51.5' WELL GRADED SAND, brown/ Medium-Coarse <br /> 11 gray, 95% medium to coarse sand, gravel, <br /> 10 <5% fines, no odor, no organics, wet; top 9.5" <br /> not recovered <br /> 55 10 55'-56.25' WELL GRADED SAND, brown/ Coarse Sand <br /> 14 gray, 85% medium to coarse sand, 10% w/Gravel <br /> 6 CL gravel, <5% fines, no odor, no organics, wet; <br /> top 10" not recovered, terminal clay layer in <br /> sam le shoe <br /> 56.25'-56.5' CLAY <br /> 60 Boring terminated at 56.5' <br /> 65 <br /> 70 <br /> NOTES: <br /> PG . 2 OF 2 <br />